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measurement inside the specimens. The optical fiber sensors, due to its reduced dimensions, immunity to electromagnetic interference, electric isolation and multiplexing capabilities are potential candidates to perform such task in a very advantageous way. Acknowledgements This work was financially supported by the project POCI-01-0145-FEDER-007457 - CONSTRUCT - Institute of R&D in Structures and Construction, funded by FEDER funds through COMPETE2020 - Programa Operacional Competitividade e Internacionalização (POCI) – and by national funds through FCT. It was also financed by FCT/MEC through national funds and when applicable co-funded by FEDER – PT2020 partnership agreement under the projects UID/CTM/50025/2013 and UID/EEA/50008/2013. Esequiel Mesquita acknowledges CAPES through the fellowship number 10023/13-5, CAPES Foundation, Ministry of Education of Brazil. Nélia Alberto acknowledges to the PREDICT project (FCT, IT-LA) and Carlos Marques acknowledges FCT for the Postdoctoral fellowship SFRH/BPD/109458/2015. Antunes, P.F.D. et al., 2009. Optical Fiber Accelerometer System for Structural Dynamic Monitoring. Ieee Sensors Journal , 9(11), pp.1347– 1354. Available at: ://000207793800002. CEN, 2003. NP EN 12390-3: Ensaios do betão endurecido - Parte 3: Resistência à compressão dos provetes de ensaio , Bruxelas, Portugal. Dahou, Z. et al., 2009. Artificial neural network model for steel–concrete bond prediction. Engineering Structures , 31(8), pp.1724–1733. Available at: http://linkinghub.elsevier.com/retrieve/pii/S0141029609000789 [Accessed March 24, 2014]. Daoud, A., Maurel, O. & Laborderie, C., 2013. 2D mesoscopic modelling of bar–concrete bond. Engineering Structures , 49, pp.696–706. Available at: http://linkinghub.elsevier.com/retrieve/pii/S0141029612005846 [Accessed March 21, 2014]. Davis, M.A., Bellemoreb, D.G. & Kersey, A.D., 1997. Distributed Fiber Bragg Grating Strain Sensing in Reinforced Concrete Structural Components. Cement and Concrete Composites , 19, pp.45–57. European Standard, 2005. EN 10080: Steel for the reinforcement of concrete - Weldable reinforcing steel - General , EN. ICOMOS, 2011. Madrid Letter’s - International scientific committee on twentieth century heritage , Madrid. Mehta, K. & Monteiro, P.J.M., 2008. Concreto: microestrutura, propriedades e materiais. 3 ed., São Paulo: Pini. Mesquita, E. et al., 2016. Global overview on advances in structural health monitoring platforms. Journal of Civil Structural Health Monitoring , 6(3), pp.461–475. Available at: http://link.springer.com/10.1007/s13349-016-0184-5. Ožbolt, J., Oršanić, F. & Balabanić, G., 2014. Modeling pull -out resistance of corroded reinforcement in concrete: Coupled three-dimensional finite element model. Cement and Concrete Composites , 46, pp.41–55. Available at: http://linkinghub.elsevier.com/retrieve/pii/S095894651300173X [Accessed March 31, 2014]. Qin, F. et al., 2015. Bond slip detection of steel plate and concrete beams using smart aggregates. Smart Materials and Structures , 24(11), p.115039. Available at: http://stacks.iop.org/0964-1726/24/i=11/a=115039?key=crossref.7439eefc73fe9ae4b3011c6e3378a58f. RILEM, 1970. Essais portant sur l’adherénce es armatures du béton - Essai par traction. Materials and Structures , 3(3), pp.175–178. Available at: http://link.springer.com/journal/11527. Silva, B. V et al., 2013. Experimental investigation on the use of steel-concrete bond tests for estimating axial compressive strength of concrete: Part 1. Ibracon structures and materials journal , 6(5), pp.715–725. Torre-Casanova, A. et al., 2013. Confinement effects on the steel–concrete bond strength and pull-out failure. Engineering Fracture Mechanics , 97, pp.92–104. Available at: http://linkinghub.elsevier.com/retrieve/pii/S0013794412004109 [Accessed March 24, 2014]. Wang, B. et al., 2009. Strain monitoring of RC members strengthened with smart NSM FRP bars. Construction and Building Materials , 23(4), pp.1698–1711. Available at: http://linkinghub.elsevier.com/retrieve/pii/S0950061808002298. References